Primjena metode komponenata u proračunu drveno-čeličnog priključka

Autor:	Alfonsas Daniūnas, Tomas Gečys
Jazyk:	angličtina
Rok vydání:	2015
Předmět:	lcsh:TA1-2040 priključak drvo-čelik otpornost na savijanje priključka metoda komponenata lcsh:Engineering (General). Civil engineering (General) timber-steel connection moment resistance of connection component method
Zdroj:	Građevinar Volume 67 Issue 11. Građevinar, Vol 67, Iss 11., Pp 1087-1092 (2015)
ISSN:	1333-9095 0350-2465
Popis:	U radu je predstavljena metoda komponenata za određivanje otpornosti na savijanje u inovativnom drveno-čeličnom priključku greda-greda. Proračun otpornosti čeličnih elemenata priključka proveden je u skladu s normama EN 1993-1-8. Otpornosti pojedinih drvenih elemenata određene su prema normi EN 1995-1-1, a temelje se na laboratorijskim ispitivanjima uzoraka stvarne veličine i rezultatima modeliranja konačnim elementima. Razvijeni model proračuna otpornosti na savijanje, prema metodi komponenata, dobro se podudara s rezultatima ispitivanja uzoraka stvarne veličine i modeliranja konačnim elementima. The use of component method for determining the moment resistance of an innovative beam-to-beam timber-steel connection is presented in the paper. The calculation of resistance of steel components is conducted based on EN 1993-1-8. The resistance of timber components is determined according to EN 1995-1-1, and based on the full-scale laboratory experiments and the finite element modelling results. The developed moment resistance calculation model, based on the component method, is well in line with the full-scale experimental and finite element modelling results.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::e6a6fa55873e8ca71343e761665bd201 https://hrcak.srce.hr/149516 Zobrazit plný text záznamu